Geotechnical Questions with the tag: Geotechnical Investigations & In-Situ Testing

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  • Can anyone help me with a complex landslide problem where Interstate may be in jeopardy and cant get access to investigate due to a national park bein…
        Asked 31/07/2012 01:44, updated: 12/06/2013 08:43 by NDGEONDGEO

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  • Hi, Everyone can guide to correct for rubber membrane in CU triaxial test. The diameter specimen is 38mm, height to diameter ratio is 2. The thickness…
        Asked 23/10/2010 03:27, updated: 12/06/2013 08:43 by Tynhanh

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  • Hi, I need this document, everyone can share it, Corrected Field Vane Strength for Embankment Design Authors: Amr S. Azzouz, Mohsen M. Baligh, Charles…
        Asked 29/09/2010 01:03, updated: 12/06/2013 08:43 by Tynhanh

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  • Hi, Can you upload this document for me? "Work as a criterion for determining in situ and yield stresses in clays_D. E. BECKER & J. H. A. CROOKS and K…
        Asked 27/09/2010 03:16, updated: 12/06/2013 08:43 by Tynhanh

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  • Hi, If everyone has this document, can you upload it for me, D.T. BERGADO, L.T. POLINAR, and P.V. LONG (1995) "Prediction and Performance on Consolida…
        Asked 24/09/2010 06:37, updated: 12/06/2013 08:43 by Tynhanh

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  • Hi, I need this document, everyone can upload it "New Design Procedure for Stability of Soft Clays Authors: Charles C. Ladd, Roger Foott Journal of th…
        Asked 24/09/2010 06:34, updated: 12/06/2013 08:43 by Tynhanh

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  • Logman 8.0.1 - http://geosoftvnn.com Programed by geotechnical engineers, who know what you need. Different from other geotechnical softwares, which h…
        Asked 12/06/2010 05:25, updated: 12/06/2013 08:43 by Geosoftvnn

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  • I recently saw a standard operating procedure for shipping Shelby Tubes to the laboratory in which the sample was packed in dry ice to freeze it quick…
        Asked 31/03/2010 17:20, updated: 12/06/2013 08:43 by Bruce Castle

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  • Hi,-I have two borelogs. Please take a look at them. I can't make out the depth of groundwater from them. My professor told me something about its bei…
        Asked 09/02/2010 03:08, updated: 12/06/2013 08:43 by Ckhckh

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  • Dear All; I've got some difficulty in saturation a CL clay 38mm soil sample in triaxial test. I'm using increment of back pressure method but it took …
        Asked 31/01/2010 07:22, updated: 12/06/2013 08:43 by Brilliantidea Brilliantidea

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Q&A Experts


Micha Van der Sloot
Sr, Manager User Success, Geotechnical (PLAXIS) at Bentley Systems
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Heinrich K Heinz
Senior Geotechnical and Tunnelling Specialist at Thurber Engineering Ltd.
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David Nutakor
Head of Geotechnical & Hydrogeological Engineering Department at Rio Tinto California Operations
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